Simulation of the effect of temperature variation on damage detection in a long-span cable-stayed bridge

Structural Health Monitoring

Volumn 6, Issue 3, 2007, Pages 177-189

  Xu, Zhao Dong ^a   Zhishen, Wu ^a,b  

^a SOUTHEAST UNIVERSITY   (China)

^b IBARAKI UNIVERSITY   (Japan)

Author keywords

Cable stayed bridge; Dynamic characteristic; Frequency; Mode shape curvature; Temperature effect

Indexed keywords

EID: 34548303256     PISSN: 14759217     EISSN: 17413168     Source Type: Journal    
DOI: 10.1177/1475921707081107     Document Type: Article

References (15)

1. Turner, J.D. (1984). An Experimental and Theoretical Study of Dynamic Methods of Bridge Conditioning Monitoring. PhD Thesis, University of Reading, UK.
2. Wood, M.G. (1992). Damage analysis of bridge structures using vibrational techniques. PhD Thesis, Department of Mechanical and Electrical Engineering, The University of Aston in Birmingham, UK.
3. Moorty, S. and Roeder, C.W. (1992). Temperature-dependent bridge movements. Journal of Structural Engineering, ASCE, 118 (4), 1090 - 1105.
4. Branco, F.A. and Mendes, P.A. (1993). Thermal actions for concrete bridge design. Journal of Structural Engineering, ASCE, 119 (8), 2313-2331
5. Hoon, S., Mark, D., Erik, G.S., Kincho, H.L., Teresa, M. and Anne, S.K. (1998). Adaptive modeling of environmental effects in modal parameters for damage detection in civil structures. Proceedings of SPIE, 3325, 127-138.
6. Farrar, C.R., Cornwell, P.J. and Doebling, S.W. (2000). Structural Health Monitoring Studies of the Alamosa Canyon and I-40 Bridges Los Alamos National Laboratory Report LA-13635-MS.
7. Peeters, B., Maeck, J. and De Roeck, G. (2001). Vibration-based damage detection in civil engineering: Excitation sources and temperature effects. Smart Materials and Structures, 10 (3), 518-527.
8. Guo, Q.W., Fang, Z., Pei, B.Z., Deng, H. and Liu, G.D. (2002). Temperature effect analysis of concrete cable-stayed bridge. China Journal of Highway and Transport, 15 (2), 48-51.
9. Kim, J.T., Yun, C.B. and Park, J.H. (2004). Thermal effects on modal properties and frequency-based damage detection in plate-girder bridges. Proceedings of SPIE, 5391, 400-409.
10. Guo, Z.H. and Shi, X.D. (2006). Theory and analysis on reinforced concrete structures. Tsinghua University Press, Beijing, China.
11. Xu, H., Xu, Z.S. and Zhu, M. (2000). Experiment investigation of strength and reformation of concrete after high temperature. Journal of Changsha Railway University, 18 (2), 13-17.
12. Wang, M.L., Heo, G. and Satpathi, D. (1997). Dynamic characterization of a long span bridge: A finite element based approach. Soil Dynamics and Earthquake Engineering, 16 (7), 503-512.
13. Lin, Y.P. (2004). Cable-stayed Bridge. China Communications Press, Beijing, China.
14. Barr, P.J., Stanton, J.F. and Eberhard, M.O. (2005). Effect of temperature variations on precast, prestressed concrete bridge girders. Journal of Bridge Engineering, ASCE, 10 (2), 186 - 194.
15. Hua, X.H. and Sun, R.X. (1996). Research of the effect of atmospheric temperature on main beam linearity of cable-stayed bridge. Engineering of Surveying and Mapping, 5 (3), 45-49.